Share: 
PIERCE-LILETOWN RD over GREASY CREEK
Map
Coordinates:
+37.14417, -85.58389
37°08'39" N, 85°35'02" W
+37.14417, -85.58389
37°08'39" N, 85°35'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PIERCE-LILETOWN RD over GREASY CREEK |
| Structure number: | 044C00012N |
| Location: | .95 MI N OF US 68 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1936 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 220 [as of 2011] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 68.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | Fair | Fair | Fair | 220 | 68.6 |
| April 2016 | Fair | Fair | Fair | Fair | 220 | 68.6 |
| December 2015 | Fair | Fair | Fair | Fair | 220 | 68.6 |
| April 2014 | Fair | Fair | Fair | Fair | 220 | 58.2 |
| April 2012 | Fair | Fair | Fair | Satisfactory | 220 | 58.2 |
| April 2010 | Fair | Fair | Fair | Satisfactory | 99 | 72.7 |
| April 2008 | Fair | Fair | Fair | Satisfactory | 99 | 72.7 |
| April 2006 | Fair | Fair | Fair | Satisfactory | 75 | 72.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 827 | 0 | 627 | 200 | 0 |
| Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,932 | 0 | 0 | 1,932 | 0 |
| Wearing Surfaces | sq. ft. | 1,886 | 0 | 1,886 | 0 | 0 |
| Substructure | ||||||
| Steel Column | each | 5 | 0 | 5 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 240 | 0 | 0 | 240 | 0 |
| Reinforced Concrete Pier Wall | linear ft. | 42 | 27 | 15 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 48 | 0 | 48 | 0 | 0 |
| Steel Pier Cap | linear ft. | 21 | 0 | 21 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 168 | 0 | 168 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 44 | 44 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 182 | 0 | 182 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 910 | 0 | 0 | 910 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211818
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211818